CN201713941U - H-shaped steel column foot structure - Google Patents
H-shaped steel column foot structure Download PDFInfo
- Publication number
- CN201713941U CN201713941U CN2010202569391U CN201020256939U CN201713941U CN 201713941 U CN201713941 U CN 201713941U CN 2010202569391 U CN2010202569391 U CN 2010202569391U CN 201020256939 U CN201020256939 U CN 201020256939U CN 201713941 U CN201713941 U CN 201713941U
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- China
- Prior art keywords
- steel column
- anchor slab
- crab
- shaped steel
- anchor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses an H-shaped steel column foot structure which is characterized by comprising an anchor plate and anchor bolts, wherein the anchor plate is made of a steel plate and has the thickness of 8-12mm and the width of 1.5-2.5m; the three anchor bolts are respectively arranged at the two sides of an H-shaped steel column; the anchor bolts enter into the lower part of the anchor plate; concrete foundation has the length of 30-40cm; the distance between the anchor bolts and the edge of the anchor plate is 40-50cm; the anchor plate is welded with the H-shaped steel column; and the H-shaped steel column is welded with the whole anchor plate at double sides along the length direction. The H-shaped steel column foot structure is simple in structure and strong in practicality.
Description
Technical field
The utility model relates to a kind of H shape steel column foot structure, is applicable to building field.
Background technology
H shape steel column bearing capacity is higher, is the problem of pendulum in face of engineers and technicians but suspension column and basis are effectively connected.
The utility model content
The technical problem that the utility model solves provides a kind of H shape steel column foot structure, solves H shape steel column and the basic problem how effectively to connect.
The structure that the utility model provides comprises anchor slab, crab-bolt, anchor slab adopts steel plate, and anchor slab thickness is 8～12mm, and the anchor slab width is 1.5～2.5m, crab-bolt is arranged on H shape steel column both sides, both sides are provided with three crab-bolts, and crab-bolt enters below the anchor slab, and concrete foundation length is 30～40cm, crab-bolt is 40～50cm from the anchor slab edge, prevent anchor slab shear failure, the welding of anchor slab and H shape steel column, H shape steel column along its length with the whole two-sided welding of anchor slab.
The utility model simple structure, practical.
Description of drawings
Fig. 1 H shape steel column foot organigram
Accompanying drawing sign: 1, anchor slab, 2, crab-bolt, 3, H shape steel column
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is a H shape steel column foot organigram.Present embodiment comprises anchor slab 1, crab-bolt 2, anchor slab 1 adopts steel plate, anchor slab 1 thickness is 10cm, and anchor slab 1 width is 2m, and crab-bolt 2 is arranged on H shape steel column 3 both sides, both sides are provided with three crab-bolts 2, crab-bolt 2 enters below the anchor slab 1, and concrete foundation length is 40cm, and crab-bolt 2 is 50cm from anchor slab 1 edge, anchor slab 1 and 3 welding of H shape steel column, H shape steel column 3 along its length with anchor slab 1 whole two-sided welding.
Claims (1)
1. a H shape steel column foot is constructed, it is characterized in that comprising anchor slab, crab-bolt, anchor slab adopts steel plate, and anchor slab thickness is 8～12mm, the anchor slab width is 1.5～2.5m, crab-bolt is arranged on H shape steel column both sides, and both sides are provided with three crab-bolts, and crab-bolt enters below the anchor slab, concrete foundation length is 30～40cm, crab-bolt is 40～50cm from the anchor slab edge, the welding of anchor slab and H shape steel column, H shape steel column along its length with the whole two-sided welding of anchor slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202569391U CN201713941U (en) | 2010-07-03 | 2010-07-03 | H-shaped steel column foot structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202569391U CN201713941U (en) | 2010-07-03 | 2010-07-03 | H-shaped steel column foot structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201713941U true CN201713941U (en) | 2011-01-19 |
Family
ID=43459940
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202569391U Expired - Fee Related CN201713941U (en) | 2010-07-03 | 2010-07-03 | H-shaped steel column foot structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201713941U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104278801A (en) * | 2014-10-21 | 2015-01-14 | 安徽铁创新材料科技有限公司 | Pre-buried tie bar structure |
-
2010
- 2010-07-03 CN CN2010202569391U patent/CN201713941U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104278801A (en) * | 2014-10-21 | 2015-01-14 | 安徽铁创新材料科技有限公司 | Pre-buried tie bar structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110119 Termination date: 20110703 |